Laserfiche WebLink
C <br />C <br />a <br />58'-8" <br />37'-8" 6'-0" <br />8" 5'_2$" 6,-0" 2'-9" 5'-2" 5'-1" 6'-4" 5'-0" -0" <br />It <br />3 -0 TYP <br />4. 2'-6" x 2'-6" x 1'-0" <br />A L W/ (3) #5'S E.W. <br />S3 H.B. S3 <br />(V O <br />............................ <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %z' x 9" iv <br />r <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR d <br />31/2" SLOPE _ <br />TOP OF CONC./ PAVER TO BE 4" 4 I v <br />`t <br />in <br />io <br />in <br />STEPS E <br />REQUIRED <br />; I ABOVE SLAB TYP @ ALL <br />0,-0„ PLACES SHOWN HOOKED FTG. <br />in BELOW FIN. FLR, <br />^ 2'-0" 4'-0" 2'-0" `r 6'-0" 1'-10" 5'-2" <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />CIJ ABOVE SLAB "GRADE 40 STEEL" <br />— — + — — — <br />CJ CJ <br />— — — . . . . . . . .. . ... 1- ■ tnla0 <br />TYP <br />PROVIDE z"RECESS I <br />FOR SGD. REFER TO <br />Ir HVAC CHASE I AHU ----------4- <br />00 <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR "-1 <br />( WIDTH �, <br />BASED ON <br />/ I <br />LOCATION <br />71,1 <br />in <br />I <br />I <br />I r� (2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />`� - 4'-8$" VERTICALS w/ in <br />FILLED CELL <br />L <br />I <br />37-52" 21'-24" <br />5'4" 3'-8"I T-8" I I <br />2'-1 SLOPE <br />4'-0" <br />I G <br />; ; OPT. D I ; <br />in <br />I S3 <br />CJ J <br />I CCJ � <br />I r— — — — — — —94 <br />: - - f =---- _ _ <br />• .. I� _ mist <br />_ CJ <br />.1 t V CO <br />o <br />N <br />■' -J KITCHEN ISLAND ---'I r I CHASE TO <br />I I I ISLAND <br />' LOW WALLS o o <br />" I <br />O� I <br />!» II : I J <br />I' S3 <br />12'-6'x2'- : <br />� <br />- <br />o <br />-D.W.j <br />E.W. <br />W/3-#5 E.W. CJ �•----•--- -- b <br />G SINK wI DISP r <br />r <br />`Y' <br />I S3 iv <br />I 2'-6" I <br />a l{ O S3 I <br />j <br />o <br />3 <br />r 23'-11" 2'-10" 4'-14 <br />{ <br />(2) #5 REBAR <br />q <br />{ ° K VERTICALS w/ in <br />S3 FILLED CELL <br />C� <br />I CJ CJ CJ <br />I { I r 00 <br />...... ..................:.... <br />T <br />.... <br />_-.- T <br />:: <br />N <br />I 0'-0 <br />1,.m 0 <br />CP <br />e <br />.. <br />. . . .. . . . . . . . . . . . ' <br />o <br />//�/ <br />I // .... III . M ..... <br />OP <br />.... ..:. :I' .................... . : I :■ <br />� <br />' // CJ CJ j CJ <br />: ici CJ I <br />.i :...., �............. � .......: - - - - - i <br />- - .. - �--� - - - - - - - -I N <br />'n <br />/ /i / I 11 ih I <br />/ <br />I <br />I <br />T <br />3-1/2" MIN 2500 PSI CONC 0'-0" I <br />/ <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />PSI CONC. SLAB FOR <br />(3000 ; <br />i 1 M <br />HERNANDO COUNTY ONLY) <br />0 <br />L-------+---- ---- I I� - ----I-- <br />i <br />---,-- —-------- -+—----------� <br />• . » •• • CN . . , . <br />« . . • . . .. . . . . • . . . . . . . . . . . . . . . . • . 0 NJ <br />H.B. A <br />T-O" S3 <br />'-n" ! ,I, - <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />—'-r—� a •° w z <br />w� <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• •l <br />I IY <br />#5 CONTINUOUS <br />.�: ' <br />; ; _•' <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'' ' <br />BAR ONE FOR EA. <br />'°• ' ' ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />""Alternate: <br />• <br />The reinf. bars shall be <br />•. <br />cont. around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />a <br />M s <br />z N <br />V 00S <br />z o <br />J t+] <br />2 C. <br />N z <br />U o <br />� _ LL <br />C/i Y <br />_(� w 0 <br />o a <br />c <br />t/'1 � <br />o <br />� � <br />U CO <br />look � <br />�— m E <br />minw <br />ID <br />N N <br />z <br />LN " M z 00.. <br />Lt <br />= <br />L1J > LL o w <br />Z 0,--s <br />C7, H • <br />U) M. <br />JJLE <br />LU <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />O <br />W <br />CO') <br />M <br />z <br />9 <br />a <br />Z <br />Q <br />J <br />1L <br />rce e E <br />o <br />�z <br />�o <br />z <br />> m <br />za <br />❑ a <br />C:) <br />x 0 <br />OQ <br />U 0 <br />O� <br />Za <br />ru <br />owN <br />Q <br />.L <br />w <br />rO <br />) C <br />Ym <br />0U <br />O <br />O, <br />Z <br />oa <br />o <br />g <br />MEN <br />U <br />LL <br />H <br />a <br />� w <br />�k <br />y w <br />_ <br />1 <br />v <br />zla <br />a <br />3 <br />C O <br />O <br />^L, <br />W <br />> > <br />O <br />N <br />O <br />00-1-% <br />U) <br />O <br />a <br />Y <br />�C <br />0 U <br />C <br />T <br />fD <br />.� <br />LO <br />I O <br />r <br />r <br />ai <br />00 <br />T M N <br />o <br />m <br />� 0 vi <br />Z <br />Z <br />E O <br />E <br />m` <br />c <br />n• <br />U -j q p <br />1 <br />JOB <br />NO: 19-5897 <br />SCALE : AS NOTED <br />SHEET' NO. <br />6.0 <br />